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- W2353090891 abstract "This paper describes a study carried out to examine the performance of various high performance minute stone concretes,which are made up of compound admixtures,riddled sand,minute stone,portland cement concrete and sulfur-resistant cement concrete.They experienced 100 dry-wet cycles in 3 kinds of solutions with different sulfate radical density.With the changes of the dynamic elastic modulus,the flexural strength and the compressive strength,the influence of sulfate attack on concrete durability was studied.Results show that the sulfate attack degree of concrete increases gradually with the stepping up of sulfate radical density in the solution.The dynamic elastic modulus of the test piece tends to reduce.Under dry-wet alternant environment,the flexural strength index of concrete test piece is more sensitive than its compressive strength index.The flexural strength of the test piece can better reflect the damage degree of the test piece than its compressive strength.Under dry-wet alternant environment of water corrosion and sulfate attack,high performance concrete with compound admixtures shows better resistant performance to sulfate attack." @default.
- W2353090891 created "2016-06-24" @default.
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- W2353090891 date "2006-01-01" @default.
- W2353090891 modified "2023-09-24" @default.
- W2353090891 title "Durability Study of High Performance Concrete in Salt Region" @default.
- W2353090891 hasPublicationYear "2006" @default.
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